Tytuł artykułuEngineering forecasting of the local scour around the circular bridge pier on the basis of experiments
Tytuł czasopismaArchives of Civil Engineering
AfiliacjeBajkowski, Sławomir : Warsaw University of Life Sciences WULS-SGGW, Institute of Civil Engineering, ul. Nowoursynowska 159, 02-787 Warsaw, Poland ; Kiraga, Marta : Warsaw University of Life Sciences WULS-SGGW, Institute of Civil Engineering, ul. Nowoursynowska 159, 02-787 Warsaw, Poland ; Urbański, Janusz : Warsaw University of Life Sciences WULS-SGGW, Institute of Civil Engineering, ul. Nowoursynowska 159, 02-787 Warsaw, Poland
Słowa kluczowebridge ; pier ; scour ; forecast ; model ; calculations
Wydział PANNauki Techniczne
WydawcaWARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES
 A. A. ven Te Chow, ”Open-Bed Hydraulics,” New York: McGraw-Hill Book Company, 1959.
 A. Duchaczek, D. Skorupka, “Evaluation of Probability of Bridge Damage as a Result of Terrorist Attack,” Archives of Civil Engineering, vol. 2, pp. 215–227, Jun. 2013. https://doi.org/10.2478/Ace-2013-0011
 A. Radecki-Pawlik, P. A. Carling, E. Słowik-Opoka, R. Breakspeare, “On sand-gravel bed forms investigation within the mountainous river,” Infrastruktura i Ekologia Terenów Wiejskich, vol. 3, pp. 119–134, 2005.
 A. Szuster, B. Utrysko, ”Hydraulika i podstawy hydromechaniki,” Warszawa: Wydawnictwo Politechniki Warszawskiej, 1986.
 B. Hodi, “Effect of Blockage and Densimetric Froude Number on Circular Bridge Pier Local Scour,” in Electronic Theses and Dissertations, vol 79, Windsor, Ontario, Canada, 2009.
 B. Liang, S. Du, X. Pan, L. Zhang, “Local Scour for Vertical Piles in Steady Currents: Review of Mechanisms, Influencing Factors and Empirical Equations,” Journal Marine Science Engineering, vol. 8, pp. 4–27, Dec. 2020. https://doi.org/10.3390/jmse8010004
 B. Melville, “The Physics of Local Scour at Bridge Pier,” in Fourth International Conference on Scour and Erosion, Civil and Environmental Engineering, The University of Auckland, Auckland, vol. K-2, pp. 28–40, 2008.
 B. Utrysko, S. Bajkowski, L. Sz. Dąbkowski, „Światła mostów i przepustów. Zasady obliczeń z komentarzem i przykładami,” Wrocław – Żmigród: Instytut Badawczy Dróg i Mostów, Poland, 2000.
 D. Panici, G. A. M. De Almeida, “Formation, growth, and failure of debris jams at bridge piers,” Water Resources Research, vol. 54, pp. 6226–6241, Aug. 2018. https://doi.org/10.1029/2017WR022177
 D. Poggi, N. O. Kudryavtseva, „Non-Intrusive Underwater Measurement of Local Scour Around a Bridge Pier,” Water, vol. 11, pp. 2063–2074, Oct. 2019. https://doi.org/10.3390/w11102063
 G. J. C. M. Hoffmans, H. J. Verheij, “Scour Manual,” Rotterdam: A. A. Balkema, 1997.
 H. D. Copp, J. P. Johnson, “Riverbed Scour at Bridge Pier,” Final Report WA-RD 118.1. Washington State Department of Transportation, Technical Report Standard Title Page, Washington State Department of Transportation. Planning. Research and Public Transportation Division in cooperation with the United States Department of Transportation, Pullman: Federal Highway Administration, 1987.
 H. D. Copp, J. P. Johnson, J. L. Mcintosh, “Prediction methods for local scour at intermediate bridge piers,” Transportation Research Record, vol. 1201, pp. 46–53, 1988.
 H. N. C. Breusers, A. J. Raudkivi, “Scouring. Hydraulic Design Considerations. Hydraulic Structures Design Manual,” London & New York: Association For Hydraulic Research Association 2. Taylor & Francis Group, 1991.
 J. Schalko, C. Lageder, V. Schmocker, V. Weitbrecht, R. M. Boes, “Laboratory Flume Experiments on the Formation of Spanwise Large Wood Accumulations: Part II–Effect on local scour,” Water Resources Research, vol. 55, pp. 4871–4885, May 2019. https://doi.org/10.1029/2019WR024789
 L. G. Begam, G. Volčenkov, “Vodopropusknaâ sposobnost’ mostov i trub,” Moskva: Transport, 1973.
 L. Sz. Dąbkowski, J. Skibiński, A. Żbikowski, „Hydrauliczne podstawy projektów wodnomelioracyjnych,” Warsaw: Państwowe Wydawnictwo Rolnicze i Leśne, 1982.
 M. Kiraga, “Local scour modelling on the basis of flume experiments,” Acta Scientiarum Polonorum Architectura, vol. 18, no. 4, pp. 15–26, Mar. 2019. https://doi.org:10.22630/ASPA.2019.18.4.41
 M. Kiraga, J. Urbański, S. Bajkowski, ”Adaptation of Selected Formulas for Local Scour Maximum Depth at Bridge Piers Region in Laboratory Conditions,” Water, vol. 12, pp. 2663–2682, Sept. 2020. https://doi.org/10.3390/w12102663
 M. Laursen,. A. Toch, ”Scour around piers and abutments,” Bulletin 4, Iowa: Iowa Highway Research Board, USA, 1956.
 M. R. Namaee, J. Sui, “Impact of armour layer on the depth of scour hole around side-by-side bridge piers under ice-covered flow condition,” Journal of Hydrology and Hydromechanics, vol. 67, no. 3, pp. 240–251, Jul. 2019. https://doi.org/10.2478/johh-2019-0010-240
 M. S. Fael, G. Simarro-Grande, J. P. Martı´n-Vide, A. H. Cardoso, “Local scour at vertical-wall abutments under clear-water flow conditions,” Water Resources Research, vol. 42, pp. 10408–10428, Oct. 2006. https://doi.org/10.1029/2005WR004443
 M. van Der Wal, G. Van Driel, H. J. Verheij, “Scour manual. Desk study”. Delft Hydraulics: Rijkswaterstaat, 1991.
 N. A. Obied, S. I. Khassaf, “Experimental Study for Protection of Piers Against Local Scour Using Slots,” International Journal of Engineering, vol. 32, no. 2, pp. 217–222, Mar. 2019. https://doi.org/10.5829/ije.2019.32.02b.05
 N. S. Cheng, M. Wei, “Scaling of Scour Depth at Bridge Pier Based on Characteristic Dimension of Large-Scale Vortex,” Water, vol. 11, pp. 2458–2466, Nov. 2019. https://doi.org/10.3390/w11122458
 O. Link, “Physical scale modeling of scour around bridge piers,” Journal of Hydraulic Research, vol. 57, no. 2, pp. 227–237, Jul. 2019. https://doi.org/10.1080/00221686.2018.1475428
 PN-B-02481: 1998 Geotechnika. Terminologia podstawowa, symbole literowe i jednostki miar. Polski Komitet Normalizacji, Miar i Jakości, Poland, 1998.
 PN-EN ISO 14688-1: 2006 Badania geotechniczne. Oznaczanie i klasyfikowanie gruntów. Część 1: Oznaczanie i opis. Polski Komitet Normalizacyjny, Poland, 2006.
 PN-EN ISO 14688-2: 2006 Badania geotechniczne. Oznaczanie i klasyfikowanie gruntów Część 2: Zasady klasyfikowania. Polski Komitet Normalizacyjny, Poland, 2006.
 R. Chavan, P. Gualtieri, B. Kumar, “Turbulent flow structures and scour hole characteristics around circular bridge piers over non-uniform sand bed beds with downward seepage,” Water, vol. 11, no. 8, pp. 1580–1597, Jul. 2019. https://doi.org/10.3390/w11081580
 R. W. P. May, J. C. Ackers A. M. Kirby, “Manual on scour at bridges and other hydraulic structures”. London: CIRIA C551, UK, 2020.
 Rozporządzenie z dnia 30 maja 2000 r. Ministra Transportu i Gospodarki Morskiej z dnia 30 maja 2000 roku w sprawie warunków technicznych, jakim powinny odpowiadać drogowe obiekty inżynierskie i ich usytuowanie (Dz.U. 2000 nr 63 poz. 735). Regulation... (Journal of Laws 2000 No. 63 item 735).
 S. Bajkowski, “Effect of the Siekierka bridge on the flood flow on Zwoleńka river,” Wiadomości Melioracyjne i Łąkarskie, vol. 58, no. 1, pp. 23–29, 2015.
 S. Oh Lee, S. Ho Hong, “Turbulence Characteristics before and after Scour Upstream of a Scaled-Down Bridge Pier Model,” Water, vol. 11, pp. 1900–1914, Sept. 2019. https://doi.org/:10.3390/w11091900
 S. Bajkowski, “Bed load transport through road culverts,” Scientific Review Engineering and Environmental Sciences, vol. 2, no. 40, pp. 127–135, 2008.
 J. Urbański, “Influence of turbulence of flow on sizes local scour on weir model,” Acta Scientiarum Polonorum Architectura, vol. 7, no. 2, pp. 3–12, 2008.
 W.-G. Qi, F.-P. Gao, “Physical modeling of local scour development around a large-diameter monopile in combined waves and current,” Coastal Engineering, vol. 83, pp. 72–81, Jan. 2014. https://doi.org/10.1016/j.coastaleng.2013.10.007
 W. Majewski, ”Hydrauliczne badania modelowe inżynierii wodnej,” Seria publikacji naukowo-badawczych IMGW-PIB, Instytut Meteorologii i Gospodarki Wodnej Państwowy Instytut Badawczy, Poland, 2019.
IdentyfikatorDOI: 10.24425/ace.2021.138066 ; ISSN 1230-2945
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